TABLE 3 

 Sample Output and Comparison of Results of Sample Problem 



ST TEST CASE 8 20 62 



STA 7 APPROX 



Item 



Sample Output 

 (Program) 



Table 4 (Hand 

 Calculation) 



MASS - 0,2136E 02 

 Y-CG- 5945E00 

 Z-CG= 0^ 

 l-YY = 0.5486E 04 

 l-YZ = -0. 

 1-ZZ = 0,8576E 04 

 l-MX ^ 0.1406E 05 

 STRUCTURE AREA 





0.2359E 02 



y 

 7 



YY-FLEX 

 YZ-FLEX 

 ZZ-FLEX 



7 



-L823 







00009469 







0.0001337 

 -6.138 







0.1090 







0,1087 



0.0001083 



-1.823 







0.00009474 







0.0001337 

 -6.228 







0.1090 







1085 



0.0001081 



Y EL AXIS 

 Z EL AXIS 

 YY FLEXIBILITY 

 YZ FLEXIBILITY 

 ZZ FLEXIBILITY 



-0.1823E 01 



0. 



09469E-04 

 0, 

 0J337E-03 



YY-SHEAR FLEX 

 YZ-SHEAR FLEX 

 ZZ-SHEAR FLEX 

 TORSION FLEX 



Y SHEAR CENTER 



-0.6138E 01 









Z SHEAR CENTER 



-0, 









TORSION FLEXIBILITY = 



0J083E-03 









YY SHEAR FLEXIBILITY - 



0J090E-00 









YZ SHEAR FLEXIBILITY - 



0, 









ZZ SHEAR FLEXIBILITY - 



0,1087E-00 









(a) Sample Output (from 



Computer) 



(b) Comparison 



of Results of Sam 



le Problem 



10 



